Kuantan Clay Properties and Examination of Fly Ash and Bottom Ash Utilization as Soil Stabilizer

This publication presents the engineering properties of Kuantan clay and proposes an assessment of the utilization of fly ash and bottom ash as stabilizer of soft sugbrades material in highway construction. The research conducts various contents of fly ash and bottom ash to different types of clay s...

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Main Authors: Achmad Fauzi, Abdul Wahab, Wan Mohd Nazmi, Wan Abdul Rahman, Usama Juniansyah, Fauzi
Format: Article
Language:English
Published: Penerbit UMP 2011
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/14493/1/Kuantan%20Clay%20Properties%20and%20Examination%20of%20Fly%20Ash%20and%20Bottom%20Ash.pdf
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author Achmad Fauzi, Abdul Wahab
Wan Mohd Nazmi, Wan Abdul Rahman
Usama Juniansyah, Fauzi
author_facet Achmad Fauzi, Abdul Wahab
Wan Mohd Nazmi, Wan Abdul Rahman
Usama Juniansyah, Fauzi
author_sort Achmad Fauzi, Abdul Wahab
collection UMP
description This publication presents the engineering properties of Kuantan clay and proposes an assessment of the utilization of fly ash and bottom ash as stabilizer of soft sugbrades material in highway construction. The research conducts various contents of fly ash and bottom ash to different types of clay soils from various sites in Kuantan. The compaction tests and California Bearing Ratio (CBR) tests were applied in soil samples to estimate the optimum mixture design. The samples were set up by mixing soil samples with various contents of fly ash and bottom ash at optimum water content. The accomplishment of subgrade stabilization depends on the engineering properties of soils and characteristic of fly ash and bottom ash. The laboratory result shows that the strength gain in stabilization mainly depends on two factors: fly ash and bottom ash content and molding water content. The variation content of fly ash and bottom ash were 4%, 8% and 12% by total weight.
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spelling UMPir144932018-02-01T07:25:07Z http://umpir.ump.edu.my/id/eprint/14493/ Kuantan Clay Properties and Examination of Fly Ash and Bottom Ash Utilization as Soil Stabilizer Achmad Fauzi, Abdul Wahab Wan Mohd Nazmi, Wan Abdul Rahman Usama Juniansyah, Fauzi TA Engineering (General). Civil engineering (General) This publication presents the engineering properties of Kuantan clay and proposes an assessment of the utilization of fly ash and bottom ash as stabilizer of soft sugbrades material in highway construction. The research conducts various contents of fly ash and bottom ash to different types of clay soils from various sites in Kuantan. The compaction tests and California Bearing Ratio (CBR) tests were applied in soil samples to estimate the optimum mixture design. The samples were set up by mixing soil samples with various contents of fly ash and bottom ash at optimum water content. The accomplishment of subgrade stabilization depends on the engineering properties of soils and characteristic of fly ash and bottom ash. The laboratory result shows that the strength gain in stabilization mainly depends on two factors: fly ash and bottom ash content and molding water content. The variation content of fly ash and bottom ash were 4%, 8% and 12% by total weight. Penerbit UMP 2011 Article PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/14493/1/Kuantan%20Clay%20Properties%20and%20Examination%20of%20Fly%20Ash%20and%20Bottom%20Ash.pdf Achmad Fauzi, Abdul Wahab and Wan Mohd Nazmi, Wan Abdul Rahman and Usama Juniansyah, Fauzi (2011) Kuantan Clay Properties and Examination of Fly Ash and Bottom Ash Utilization as Soil Stabilizer. International Journal of Civil Engineering and Geo-Environmental, 2. pp. 27-31. ISSN 2180-2742. (Published) http://ijceg.ump.edu.my/images/ARTICLES/Vol.2/A5.pdf
spellingShingle TA Engineering (General). Civil engineering (General)
Achmad Fauzi, Abdul Wahab
Wan Mohd Nazmi, Wan Abdul Rahman
Usama Juniansyah, Fauzi
Kuantan Clay Properties and Examination of Fly Ash and Bottom Ash Utilization as Soil Stabilizer
title Kuantan Clay Properties and Examination of Fly Ash and Bottom Ash Utilization as Soil Stabilizer
title_full Kuantan Clay Properties and Examination of Fly Ash and Bottom Ash Utilization as Soil Stabilizer
title_fullStr Kuantan Clay Properties and Examination of Fly Ash and Bottom Ash Utilization as Soil Stabilizer
title_full_unstemmed Kuantan Clay Properties and Examination of Fly Ash and Bottom Ash Utilization as Soil Stabilizer
title_short Kuantan Clay Properties and Examination of Fly Ash and Bottom Ash Utilization as Soil Stabilizer
title_sort kuantan clay properties and examination of fly ash and bottom ash utilization as soil stabilizer
topic TA Engineering (General). Civil engineering (General)
url http://umpir.ump.edu.my/id/eprint/14493/1/Kuantan%20Clay%20Properties%20and%20Examination%20of%20Fly%20Ash%20and%20Bottom%20Ash.pdf
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